ST0701-LR091007FIELD DENSITY TEST REPORT
Report Number: 94091 193.0014 Irerracon
Service Date: 09 /28/09 8901 Carpenter Frwy.
Report Date: 10/07/09 Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Client Project
City of Coppell TX
Attn: Keith Marvin
PO Box 9478
Coppell, TX 75019
Southwestern Boulevard
Coppell Road to Grapevine Creek
Coppell, TX
Gauge ID: 1960
Comments: 'I'est results on this report meet project requirements as noted above.
Services: Perform in -place density and moisture content tests to determine degree of compactbn and mater'
condition.
Terracon Rep.: Barry Cuble
Reported To:
Contractor: Lacy Construction
Report Distribution: L
Reviewed B
(1) City of Coppell 'fx (1) City of Coppell TX
(1) City ol'Coppell Tx (2) Halff Assoc Inc Eric J
(1) Lacy C'onstroction (1) PacTrust Pacific Renity Associates LP senior
Test Methods: ASTM D6938
veland, P.E.
ect Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Ctaunn, a -w -no. Rcv,2 Page 1 of I
Project Number: 94091193
Material Information
Lab Test Data
Project Requirements
Optimum
Max. Lab
Water
Dry Unit
Water
Minimum
Mat.
Proctor
Laboratory
Content
Weight
Content
Compaction
No.
Ref. No. Classification and Description
Test Method
( %)
(pef)
( /))
(
1
94091 193.0002 Dark brown clay, with sand
ASTM D698
24.2
94.6
0/ +4
95
2
94091 19 3.0001 Light brown and gray sandy clay
ASTM D698
18.1
106.4
0/ +4
95
Field
Test Data
Probe Wet
Water
Water
Dry Unit
Percent
Test
Lift / Mat.
Depth Density
Content
Content
Weight
Compaction
No.
Test Location Elev. No.
(in) (pcf)
(pef)
( %)
(pcf)
( %)
36" Water Line, Line A, West Side
21
Sm.0 +50 Final 1
6 115.0
25.0
27.8
90.0
95
Paving Subgrade, West Side
22
Sta. II -1-80 Final 2
6 127.4
20.2
18.8
107.2
101
Gauge ID: 1960
Comments: 'I'est results on this report meet project requirements as noted above.
Services: Perform in -place density and moisture content tests to determine degree of compactbn and mater'
condition.
Terracon Rep.: Barry Cuble
Reported To:
Contractor: Lacy Construction
Report Distribution: L
Reviewed B
(1) City of Coppell 'fx (1) City of Coppell TX
(1) City ol'Coppell Tx (2) Halff Assoc Inc Eric J
(1) Lacy C'onstroction (1) PacTrust Pacific Renity Associates LP senior
Test Methods: ASTM D6938
veland, P.E.
ect Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Ctaunn, a -w -no. Rcv,2 Page 1 of I